1929 VIRGINIA AVE 2023-10-23 - Laserfiche WebLink

• 110 BeamChek v2019 licensed to:Krueger!Crafting Reg#2999-68468 21-44 Deck Joists Date:9/22/21 Selection PT 2x 10 HF#1 @ 16 in oc Lu=0.0 Ft Lu @OH=0.0 Ft Conditions NDS 2015, Overhang, Repetitive Use,Wet Use, Incised Min Bearing Area R1=1.4 in2 R2=2.1 in2 (2.0)DL Defl= 0.04 in. Data Beam Span 10.0 ft Reaction 1 LL 320# Reaction 2 LL 480# Beam Wt per ft 0# Reaction 1 TL 384# Reaction 2 TL 576# Bm Wt Included 0# Maximum V 416# Overhang Length 2.0 ft Max Moment 922'# Max V(Reduced) 354# Total Beam Length 12.0 ft TL Max Defl L/240 TL Actual Defl L/805 OH TL Actual Defl L/484 LL Max Defl L/360 LLActual Defl L/>1000 OH LLActual Defl L/678 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl Actual 21.39 13.88 0.15 0.11 -0.10 -0.07 Critical 11.21 4.57 0.50 0.33 0.20 0.13 Status OK OK OK OK OK OK Ratio 52% 33% 30% 32% 50% 53% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 975 150 1.5 405 Adjusted Values 987 116 1.3 271 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet+Ci Incised 0.80 0.776 0.855 0.67 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:67 Uniform TL: 80 =A (Uniform Ld on Backspan) Par Unif LL Par Unif TL Start End 67 K=80 (OH) 0 2.0 Uniform Load A K 0 R1 =384 R2=576 BACKSPAN=10 FT OH=2FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.